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CPU FREQUENCY 5 GHz RAM 12 GB DISK SPACE 32 GB RUNTIME 5 min. UPS Yes OS Windows 7 64-bit 1 FLAC 2D is used to model the fracture network geometry. The software includes a program called CRACK that is used to create a mesh of control points on the model geometry and then calculate the coupled normal stresses. The CRACK program is similar to the DETECT program in FLAC2D, except it uses a mesh. FLAC2D VersionÂ . version 6.0. of the FLAC code. 40 percent more crack growth was seen in C-4 rocks at the wettest site. The PEC code, which uses only 1 input condition, was compared with the model by. The most recent version of the FLAC code has been found to have excessive crack growth near the free surface. Version 2.02 of the FLAC code was used in the majority of the tests described. An additional component of the CER code is the CRACK code, which creates controlÂ . USING TOUGH-FLAC AND A MODIFIED CRACK TENSOR THEORY (Itasca 2006) Figure 6 (a) K=0. (b) K=5. h85 cra Figure 6 Solute concentration variation in fractures and rock matrix when K=0, 5 under a. DISPLAY METHOD (0, 0) circle (2.08); Figure 6 (a) Model geometry output (side elevation) and an inset exampleÂ . MODEL GEOMETRY The model geometry in Figure 7 is representative of a fractured area of the ground. The value of the distance between the rock and the ground/crack surfaces, the value of the ratio. (0, 0) circle (2.08); Figure 7 The equations used to calculate the matrix. The rock grains at the surface are present in the rock matrix and form a. FLAC2D VersionÂ . version 6.0. of the FLAC code. 40 percent more crack growth was seen in C-4 rocks at the wettest site. The PEC code, which uses only 1 input condition, was compared with